NONLINEAR AMPLIFICATIONS OF VERTICAL GROUND MOTIONS IN THE 1995 HYOGOKEN NAMBU EARTHQUAKE
Author:
Affiliation:
1. Graduate School of Natural Science and Technology, Kanazawa University
2. Dept. of Civil Eng., Kanazawa University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1997/582/1997_582_1/_pdf
Reference18 articles.
1. 1) Hardin, B. O. and Drnevich, V. P.: Shear modulus and damping in soils measurement and parameter effects, Jour. SMED, ASCE, Vol. 98, No. SM6, pp. 603-624, 1972.
2. 2) Tatsuoka, F., Iwasaki, T., Yoshida, S., Fukushima, S. and Sudo, H.: Shear modulus and damping by drained tests on clean sand specimens reconstitued by various methods, Soils and Foundations, Vol. 19, No. 1, pp. 39-54, 1979.
3. 3) Tatsuoka, F., Iwasaki, T. and Takaki, Y.: Hysteretic damping of sands under cyclic loading and its relation to shear modulus, Soils and Foundations, Vol. 18, No. 2, 1978.
4. 4) Zhai, E., Miyajima, M. and Kitaura, M.: Study of amplification of vertical ground motion using inverse-analysis to determine dynamic soil parameters, J. Structural Eng., Vol. 42A, pp. 573-579, 1996.
5. 5) Sato, K., Kokusho, T., Matsumoto, M. and Yamada, E.: Nonlinear seismic response and soil property during strong motion, Special Issure of Soils and Foundations, pp. 41-52, 1996.
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